STUDI PERENCANAAN GEDUNG UNIVERSITAS MUHAMMADIYAH SIDOARJO DENGAN BETON BERTULANG
| Main Author: | SUPRASETYO, INDRA |
|---|---|
| Format: | Thesis NonPeerReviewed Book |
| Bahasa: | eng |
| Terbitan: |
, 2006
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| Subjects: | |
| Online Access: |
http://eprints.umm.ac.id/12599/1/STUDI_PERENCANAAN_GEDUNG_UNIVERSITASMUHAMMADIYAH_SIDOARJO_DENGANBETON_BERTULANG.pdf http://eprints.umm.ac.id/12599/ |
Daftar Isi:
- Campus of University of Muhammadiyah Sidoarjo is integrated into the campus center of student activity, both in terms of learning and teaching and other activities. With disatukannya student activities in one environment, then the University of Muhammadiyah Sidoarjo build a new building, to match the need for rooms used by students and teachers were on the move. Building plan to be established were four floors. Step in planning this building, starting with the planning of the roof plate, floor plate, pembalokan, columns, and foundations. Yng work loads and then analyzed by the computer program SAP 2000 To obtain the forces acting on the portal are planned. From the results obtained planning the main beam reinforcement ground floor (y direction) with dimensions of flange width (b) = 750 mm and height (h) = 250 mm, used for reinforcement 4D16 and 4D19 pedestal reinforcement, reinforcement ground floor beam (direction x), with wide-flange dimensions (b) = 1750 mm and height (h) = 600 mm, used for reinforcement and reinforcement 5D22 6D28 pedestal. And obtained reinforcement roof beam (y direction), used for reinforcement and reinforcement 2D14 4D14 pedestal. The earthquake that occurred due to horizontal shear force on the portal direction x is on the roof of 1960.70 kg, 4 = 2067.57 kg floor, floor 3 = 1378.31, floor 2 = 689.16 kg, floor 1 = 93.19 kg . As well as horizontal shear force in y direction is a portal on the roof of 5882.11 kg, floor 4 = 6202.40 kg, 3 = 4139.93 kg floor, floor 2 = 2067.47 kg, floor 1 = 279.56 kg). In planning the planned column dimensions 300 x 500 mm column obtained 8D25 reinforcement value, and used the foundation sinks to a depth of 8 m and used reinforcement 16D20.